Widening &Strengthening of Sureshwar to Dhareshwar Road (VR) Km.0/000 to 6/000 Ta:- Gondal Dist:- Rajkot

'Name of Work:- 'Widening & Strengthening of Sureshwar to Dhareshwar Road (VR) Km.0/000 to 6/000 Ta:- Gondal

Bill of Quantity

Memorandum showing items of work to be carried out

Sr. No. Item Description Quantity Unit Total Amount (₹)

Sr. No. Item Description Quantity Unit Total Amount (₹)

1 Clearing and grubbing road land including uprooting rank 2.82 Ha. 28455.09

vegetation grass bushes, shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

2 Earthwork for embankment including breaking clods, dressing 71694.00 Cum 229.24

with all lead and lift (excluding watering and consolidation) (E)

From Borrow area within 10Km. lead and should have CBR not

3 Scarifying gravelled macadam or bitumen macadam surface 6 cm 7640.00 Sqm 43.58

to 10 cm. depth including stacking useful materials on road side

and disposing off remaining stuff.

4 Box cutting the road surface to proper slope and camber for 11190.00 Cum 114.44

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto 50Mt.

5 Earthwork in cuting in all sorts of soil and soft murrum including 3461.00 Cum 140.87

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.

6 Rolling of earthwork in layers with power roller including filling 46134.80 Cum 23.41

in depressions which occur during the process and Watering of

earth work as directed.

7 Granular Sub Base with Black Trap crushed stone well graded 8174.00 Cum 902.33

material (Table-400.1) by mix in place method construction of

granular sub-base by providing black trap crushed stone well

graded material, spreading in uniform layers with motor grader on

prepared surface, mixing by mix in place method with rotavator at

OMC and compacting with vibratory roller to achieve the desired

density complete. (As per Technical Specification Clause-401)

For Gr-I Material.

8 Water Bound Macadam Grading-I (By Manual Means) Providing, 3346.00 Cum 1366.32

laying, spreading and compacting stone aggregates of 90 to

45.00mm sizes to water bound macadam specification including

spreading in uniform thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper grade and camber,

applying and brooming, stone screening/binding materials to fill

up the interstices of coarse aggregate, watering and compacting to

the required density. (As per Technical Specification Clause 404-

9 Water Bound Macadam Grading-II (By Manual Means) 5749.80 Cum 1261.08

Providing, laying, spreading and compacting stone aggregates of

63 to 45mm sizes to water bound macadam specification

including spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone screening/binding

materials to fill up the interstices of coarse aggregate, watering

and compacting to the required density. (As per Technical

Specification Clause 404)

10 Wet Mix Macadam:- Providing, laying, spreading and compacting 5256.00 Cum 982.02

graded stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers with paver in sub- base / base course on

well prepared surface and compacting with vibratory roller to

achieve the desired density. (As per Standard Databook for Roads

& Bridges - MORTH SPECIFICATION CLAUSE-406/Item

No.4.12) (As Per R.A.)

11 Providing and applying primer coat with bitumen emulsion on 52558.00 Sqm 38.58

prepared surface of granular Base including clearing of road

surface and spraying primer at the rate of 0.60 Kg/Sqm using

mechanical means

12 Dry Lean Cement Concrete Sub base (Construction of dry lean 405.00 Cum 2414.20

cement concrete Sub- base over a prepared sub-grade with coarse

and fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 220 kg/cum, optimum

moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with

electronic sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing.) (As per Standard Databook for Roads &

Bridges - MORTH SPECIFICATION CLAUSE-601/Item No.6.1)

13 Cement Concrete Pavement M-25 (Construction of un-reinforced, 608.00 Cum 6350.07

dowel jointed, plain cement concrete pavement over a prepared

sub base with 53 grade cement @ 380 kg per cum, coarse and fine

aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing

plant as per approved mix design, transported to site, laid with a

fixed form or slip form paver, spread, compacted and finished in a

continuous operation including provision of contraction,

expansion, construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant, debonding

strip, dowel bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per drawing.) (As per

Standard Databook for Roads & Bridges - MORTH

SPECIFICATION CLAUSE-602/Item No.6.2) (As Per R.A.)

14 Providing, laying and rolling 50mm thick compacted 5614.00 MT 2542.37

Bitumeneous Macadam (B.M.) with B.T. aggregates as par

MORTH specification and Emulsion RS1 (Bulk) for tack coat at

the rate of 2.50 Kg/10Sqm on B.T. surface (As per IRC-16) with

mechanical sprayer and bitumen grade VG-30 for mixing with

aggregate at the rate of 3.40% i.e. 34.00 Kg/MT of total mix,

including heating and mixing in drum mix plant and spreading the

same by paver finisher and consolidation with vibratory roller

including necessary including cost of hire charges, fire wood, oil,

lubricants, labour charges, etc. by using contractor's own drum

mix plant, machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

15 Providing, laying and rolling of 30mm thick compacted 3680.00 MT 3267.14

bitumeneous concrete With B.T. aggregate as per MORTH

specifications and using bitumen grade VG-30 for mixing at the

rate of 55 kg/MT i.e 5.50 % of total mix including heating the

asphalt and aggregate by contineous batching hot mix plant

transporting the mix and spreading the same by paver finisher and

consolidation with vibratory roller including providing all

materials, equipments, tools, plants, firewood, oil, kerosene,

Labour charges etc.using contractor's own plant and machineries

(As per R.A. Grading-II material)

16 Carry out alignment survey work by total station including 1.00 LS 25000.00

marking of centre line of the bridge and various other component

structures, taking ground levels and details of existing structures

within 40 m from centre line, providing and fixing necessary

reference pillars, establishing bench marks, establishing

foundation layout on ground, including submission longitudinal

section, cross section and report of survey work in three copies

with soft copy in CD to Engineer-in-charge as directed.

17 Provding flood guage makrs on substructure as per deisign 31.40 Sqm 174.98

including painting complete

18 Providing and fixing marble slab including engraving letters / 2.00 Nos. 1012.65

numbers, painting complete.

19 Providing and filling sand behind abutments and between returns 259.50 Cum 528.45

in layers as directed.

20 Providing masonry steps with cement pointing on approaches on 84.00 Nos. 241.48

both ends as directed.

21 Excavation for foundaion in sand, gravel, clay soft soils and 715.00 Cum 535.45

murrum etc. including shoring strutting dewatering as necessary

and disposing of the excavated stuff as directed.(A) Depth upto

3.0M & lead upto 100 m.

22 Excavation in Large Boulders and soft to medium rock by 2187.90 Cum 750.68

wedging including Shoring and Strutting and dewatering as

necessary and disposing of the Excavated stuff as directed.

23 Excavation in Hard Rock By Dry-Wet blasting and chiselling 2111.00 Cum 1755.08

including dewatering preparing foundation base by Proper

benching and stepping and disposing of the Excavated stuff as

directed.(A) Blasting Prohibited.

24 Providing and casting Levelling Coarse in situ Ordinary cement 259.00 Cum 3749.16

concrete M-15 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and curing

25 Providing and fixing HYSD/TMTdowel bars of minimum 32 mm 2155.55 Rmt 450.07

dia for anchoring by drilling holes in foundation strata including

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

26 Providing and casting in-situ controlled cement concrete of M30 1603.00 Cum 4831.84

grade for RCC work for Raft and cut-off wall including

dewatering, scaffolding / centring, shuttering, mixing, placing in

position, consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as per

specification and drawing.

27 Providing and placing in position FE 550D bar reinforcement for 190.09 MT 81294.49

following items including cutting bending hooking and tying

complete as per detailed drawing.For well :- curb, staining, cap

28 Providing and filling trenches of Excavation in Rocky strata with 372.10 Cum 3730.94

ordinary cement concreate (M15) as directed.

29 Providing and casting in situ controlled cement concrete M30 for 751.00 Cum 5438.85

RCC return as per drawings including centering shuttering

scaffolding where necessary laying vibrating curing and finishing

complete (A) Height from 0.0 to 5.0 m.(1) Piers (2) Abutment (3)

30 Providing and casting in situ controlled cement concrete M30 for 23.00 Cum 5762.05

RCC return as per drawings including centering shuttering

scaffolding where necessary laying vibrating curing and finishing

complete (A) Height from 5.0 to 10.0 m.(1) Piers (2) Abutment

(3) RCC return.

31 Providing and casting in-situ controlled cement concrete of M30 759.00 Cum 5038.89

grade for RCC work in pier cap, abutment cap, dirt wall including

controlled cement concrete M40 bed blocks or pedestal of

required size below bearing as per detailed drawings centering,

shuttering, scaffolding wherever necessary, laying, vibrating,

curing, finishing,complete as per specification.

32 Providing and laying in position FE 550D TMT bar reinforcement 103.62 MT 79743.03

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments ©

33 Providing and laying in position FE 550D TMT bar reinforcement 103.00 MT 81294.49

including cutting, bending, hooking and tying complete as per

detailed for the following. (A) Abutment cap & Dirt wall. (B) Pier

34 Providing and Fixing in Position Mild steel Dowel Bars in Pier 156.00 Nos. 341.29

Caps or Abutment Caps for anchorage in fixed end as per Detail

drawing Cutting, bending and welding complete as Directed.

35 Providing and Fixing in Position Mild steel Dowel Bars in Pier 156.00 Nos. 399.70

Caps or Abutment Caps for anchorage in free end as per Detail

drawing Cutting, bending and welding complete as Directed.

36 Providing and laying filter media 600 mm thick as directed at the 1043.00 Sqm 1298.38

back of abutments returns and wing walls as per detailed

specifications.

37 Providing and laying weep hole in abutment and returning by 793.00 Nos. 90.83

using A.C. pipes of 100 mm. diameter including laying in proper

grade and joining etc. complete as per detailed specification.

38 Providing and laying TAR paper below solid slab 1078.00 Sqm 60.60

39 Providing and casting in situ controlled cement concrete M30 for 2394.00 Cum 5568.13

R.C.C. Solid Slab including centering,Scaffolding,Curing and

finishing complete.

40 Providing and placing in position FE 550D TMT bar 176.68 MT 80634.64

reinforcement including cutting, bending, hooking, and tying

complete as per detailed drawing.(A) Solid Slab.

41 Providing and laying of a stripseal expansion joint catering to 240.00 Rmt 1724.07

maximum horizontal movement up to 70 mm complete as per

drawing and standard specifications to be installed by the

manufacturer\ suppliers or their authorised reoresentative

ensuring complience to the manufacture's instruction for

42 Providing and casting in situ controlled cement concrete M30 for 27.00 Cum 5370.17

approach slab including form work curing and finishing complete.

43 Providing and casting in situ controlled cement concrete M30 for 251.30 Cum 5511.57

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with

bitumen complete.

44 Providing Crash Barrier of controlled cement concrete M40 as per 173.00 Cum 5243.92

detailed with necessary reinforcement including shuttering laying

vibrating and finishing to line and level complete. (i) cast in situ.

45 Providing and fixing in position FE 550D TMT bar reinforement 101.60 MT 77317.14

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C.

Approch slab.(D) Wearing Coat.

46 Providing Pvc. 100 mm diameter water spouts including necessary 126.00 Nos. 159.37

iron gratings as per drawings.

47 Supplying and laying of Extruded Biaxial Polypropylene Geogrid 1721.00 Sqm 194.93

for base/sub-base reinforcement of having minimum tensile

strength 40kN/m in the longitudinal and transverse direction and

confirming to MORTH specifications, laid in layers below

approach slab, above or in WMM layer of flexible pavement, etc.

with all necessary tools to complete the work as per drawing.

48 Providing and applying of painting on concrete surface (P&L of 2 6651.00 Sqm 43.43

coat of water base cement paint to un plastered concrete surface

after cleaning the surface of dirt,dust,oil,greese,efflorescence and

appling paint @ 1 lit for 2 sqm.

49 Providing fusion bonded Epoxy coating not less than 175 micron 198.00 MT 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620- 1993/ASTM-775 M including testing of coating at plant

and all taxes (A) 10mm to 16mm dia bar

50 Providing fusion bonded Epoxy coating not less than 175 micron 368.00 MT 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620- 1993/ASTM-775 M including testing of coating at plant

and all taxes (B) 20mm to 32 mm dia bar

51 Excavation in hard rock by dry wet blasting and chiselling 163.00 Cum 902.91

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff as

directed. (A) General Blasting.

52 Providing and casting in situ controlled cement concrete M.250 158.30 Cum 4672.26

for R.C.C. raft and cutt off walls as per drawing including

necessary shuttering laying, vibrating, ramming and curing

53 Providing and casting in situ ordinary cement concrete M.250 154.70 Cum 4411.68

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing without "V" grooves

height 0.0 mt. to 5.00 mt.

54 Providing and casting in situ Controlled cement concrete M. 250 487.30 Cum 5272.99

for R.C.C. solid slab including centering scaffolding curing and

finishing complete.

55 Providing and casting in situ controlled cement concrete M250 for 27.00 Cum 5210.59

approach slab including form work curing and finishing complete.

56 Providing and casting in situ Controlled cement concrete M 250 12.90 Cum 4925.77

for kerb / kerb block including form work curing and finishing etc

57 Providing and casting in situ Controlled cement concrete M.250 255.15 Cum 5602.47

for R.C.C. work in wall, pier abutment and return including

necessary shuttering laying, vibrating ramming and curing

58 Dismentaling the existing structure including removing and 1620.30 Cum 972.48

staking the dismentelled material as and where directed (A) RCC

59 Earthwork in cutting including preparing the slope and camber 639.00 Cum 264.06

andstacking or utilising the cutting stuff in bank as directed upto

200 Meters from the end of cutting with all lead and lift.(ii) Soft

rock not requiring blasting.

60 Providing Diversion suitable for traffic during the construction 150.00 Rmt 10156.56

period of the Bridge/ CD work by Levelling Existing Ground and

Supplying and Spreading quarry spall in layer etc Complete.

61 Providing and laying 22.5 cms thick dry stone pitching including 3379.00 Sqm 1109.96

preparing the surface with 15 cms thick murrum beding and

including watering and providing 30 cms x 30 cms rubble

masonary pannel in cement mortor 1 : 5 at 3.0 meter center to

center vertically & Horizontally and filling the voids of rubble

with quarry spalls and murrum including ramming and watering

with flush pointing on dry stone pitching and uncoursed stone

masonary with C.M. 1:3 (1 Cement:3 Sand) etc. complete.

(Including Supplying and Spreading Murram)

62 Providing and fixing 'W' type safety barrier using M.S. iron 570.00 Rmt 2229.32

channel 150mm x 75m x 5mm size erected at 2.0 Mt. center to

center and providing 'W' shaped galvanised steel sheet guard rail

3mm thick for crash barrier in single row as per detailed drawing

with fabrication and installation charges including providing

foundation block of size 0.60 x 0.60 x 0.75 Mt. in C.C. 1:2:4 and

oil painting two coats with one coat of red oxide etc complete.

63 Excavation for foundation upto 1.5 m depth including sorting out 582.00 Cum 265.97

and stacking of useful materials and disposing of the excavated

stuff upto 50 Meter lead. (B) Dense or Hard soil.

64 Providing and filling in foundation with ordinary Cement concrete 319.70 Cum 3359.92

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

65 Providing & casting in situ ordinary cement concrete M-150 mix 691.90 Cum 3935.98

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves. (A) Height from 0.0 M. to 5.0 M.

66 Filling available excavated earth (excluding rock) in trenches. 2338.30 Cum 137.47

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

67 Providing temporary all weather and fair weather diversion 230.00 Rmt 1690.33

suitable for traffic during the construction period of the bridge /

slab drain/Causeway/HPD etc. including all safety measures for

68 Excavation for foundation in hard murrum and boulders and very 2165.70 Cum 626.52

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

69 Providing and casting in situ controlled cement concrete M- 200 2488.80 Cum 5173.92

for R.C.C. return as per drawings including centering huttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment

70 Providing and casting in situ controlled cement concrete M-200 85.30 Cum 5253.75

for R.C.C. work in pier cap,abutment cap and dirt wall including

controlled cement concrete M-250 bed blocks or pedstals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibating,

curing and finishing complete.

71 Providing and casting in situ controlled cement concrete concrete 94.10 Cum 5105.29

M-200 for approach slab including formwork curing and finishing

72 Providing and casting in situ controlled cement concrete M-200 10.30 Cum 4820.44

for Kerb/ kerb blocks including formwork curing and finishing,

73 Providing Pre-moulded asphalt filler joints as per drawings. (A) 70.20 Sqm 703.52

74 Providing G.I. 100mm diameter water spouts including necessary 16.00 Nos. 536.02

iron gratings as per drawings.

75 Providing and casting in situ controlled cement concrete M-200 157.00 Nos. 5247.13

for average 75 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

76 Numbering the C.D. work with approved paint including all 6.00 Nos. 58.80

materials for painting etc. complete.

77 Dismentaling the existing structure including removing and 927.50 Nos. 426.18

stacking the dismentelled materials as and where directed. (B)

Rubble Masonry.

78 Supplying and fixing reinforced concrete heavy duty non-pressure 150.00 Rmt 5602.09

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters. I) 1200mm Dia. with 50 Km lead.

79 Supplying and fixing reinforced concrete heavy duty non-pressure 100.00 Rmt 8841.06

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters. I) 1800mm Dia. with 50 Km lead.

80 Providing and fixing ordinary kilometer stone of precast C.C. 5.00 Nos. 704.33

1:2:4 including necessary reinforcement as per I.R.C. type design

in C.C. 1:4:8 including painting, lettering etc.complete (For O.D.

81 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1.00 Nos. 1935.14

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,

S.H. and M.D.R.)

82 Providing and fixing Hectometer as per I.R.C. type design 24.00 Nos. 356.49

including painting, lettering etc. complete.(ii) Fixing in C.C.

83 Direction sign (Junction board):-Providing and fixing sing boards 3.00 Nos. 14831.70

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle

as as per the design of IRC-67-1977 pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from suitable size iron angle of

x 50 x 5mm 75x75x6mm as required; painted with best quality

epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

84 Citizen's Information Board- Providing and fixing of typical 1.00 Nos. 7393.20

MMGSY information board as per instruction. Two M.S. sheets

of 3 mm thick of 900mm x 750mm size fixed at top & bottom

duly rivetted with MS angles of 25x25x5mm thick M.S. angle

shall be welded by two vertical M.S. angle of 5mm thick to 75mm

x 75mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750mm below

ground level. The letters & figure of any shade reflectorised with

high intensity prismatic grade retro reflective sheeting of Type-4

as per ASTM D-4956 and latest MORD specifications; All

sections of framed posts and steel tube will be painted with primer

and two coats of epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B high intensity grade retro

reflective sheeting.

85 Providing and fixing guard stone as per I.R.C. type design 360.00 Nos. 350.80

including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

86 Providing and fixing indicator stone of approved stone as per 269.00 Nos. 102.84

I.R.C. type design in C.C. 1:4:8 including white washing etc.

complete. (i) Fixing in Earth

87 Sign board per Square Meter :-Providing and fixing sign boards 12.00 Sqm 7894.01

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 1 meter x 1meter as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D4956 and latest

M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50x50x5mm;

painted with bestquality epoxy coatings in black and white bends.

the details of symbol or inscription / numerals for each board shall

be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab for

Village offered shall

name/Bump be submitted

Ahead by contractor.

Sign :-Providing and(B) Class-B

fixing sign 10.00 Nos. 6397.43

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 cms. rectangular as per

design of IRC67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM

D4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for

each board shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

89 Road marking with hot applied thermoplastic paints with 2205.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide liminance

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

90 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 1555.00 Nos. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro rismatic lens

capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. the height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge.

91 Hazard Marker Sign :-Providing and fixing sing boards made out 44.00 Nos. 2423.73

of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated with phospheting

process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand post and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings The fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be

written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…218317863.45 Put to tender (Rs.) Rs.218317863.45

Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -1676943.8/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure

irrespective of the dismentalled quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be

struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for

work under all conditions,site moisture, weather etc.

Signatur Deputy Executive Engineer, Executive Engineer

e of R&B (Panchayat) Sub-Division Panchayat (R&B) Division

Bidder Gondal Rajkot